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橡胶砂弹性动力学参数的弯曲-伸缩元试验研究
引用本文:姚玉文,刘方成,补国斌,景立平.橡胶砂弹性动力学参数的弯曲-伸缩元试验研究[J].岩土力学,2020,41(7):2369-2379.
作者姓名:姚玉文  刘方成  补国斌  景立平
作者单位:1. 湖南工业大学 土木工程学院,湖南 株洲 412007;2. 中国地震局 工程力学研究所 地震工程与工程振动重点实验室,黑龙江 哈尔滨 150080
基金项目:中国地震局工程力学研究所基本科研业务费专项资助项目(No. 2019D25);国家自然科学基金(No. 51708205);湖南省自然科学基金 (No. 2020JJ6073,No. 2020JJ4268)。
摘    要:橡胶砂作为一种廉价环保的土工材料,应用前景十分广阔,关于其力学特性的研究具有重要意义。采用弯曲–伸缩元法对橡胶砂进行了剪切波和压缩波联合测试,分别采用离散频率扫描法和初达波法确定了剪切波和压缩波的传播时间,进而得到其弹性动力学参数:初始剪切模量、侧限模量和泊松比,分析了橡胶含量和围压对橡胶砂弹性动力学参数的影响。结果表明:在同样围压下,随着橡胶含量的增加,橡胶砂初始剪切模量和侧限模量逐渐减小,初始泊松比逐渐增大;在同样橡胶含量下,随着围压的增大,橡胶砂初始剪切模量和侧限模量逐渐增大,初始泊松比逐渐减小。最后,在此基础上进行了两种因素耦合效应的分析以及相关力学机制的探讨。

关 键 词:橡胶砂  弯曲?伸缩元  弹性动力学参数  耦合效应  力学机制  
收稿时间:2019-09-10
修稿时间:2019-12-10

Laboratory study on elastic dynamic mechanics of rubber-sand mixture by bender-extender element method
YAO Yu-wen,LIU Fang-cheng,BU Guo-bin,JING Li-ping.Laboratory study on elastic dynamic mechanics of rubber-sand mixture by bender-extender element method[J].Rock and Soil Mechanics,2020,41(7):2369-2379.
Authors:YAO Yu-wen  LIU Fang-cheng  BU Guo-bin  JING Li-ping
Institution:1. Civil Engineering College, Hunan University of Technology, Zhuzhou, Hunan 412007, China; 2. Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, Harbin, Heilongjiang 150080, China
Abstract:Rubber-sand mixture, as a kind of low-cost and environmental protection geotechnical material, has broad applications, and the research on its mechanical properties is of great significance. In this study, the combined test of shear wave and compression wave for rubber-sand mixture is carried out by bender-extender element method. The propagation time of shear wave and compression wave is determined by discrete frequency scanning method and initial arrival wave method, respectively. After that, the elastic dynamic parameters such as initial shear modulus, constrained modulus and Poisson's ratio, are obtained. The influence of rubber content and confining pressure on elastic dynamic parameters of rubber-sand mixture is analyzed as well. The results show that under the same confining pressure, with the increase of rubber content, the initial shear modulus and constrained modulus of rubber-sand mixture gradually decrease, and the initial Poisson's ratio gradually increases. Under the same rubber content, with the increase of confining pressure, the initial shear modulus and constrained modulus of rubber-sand mixture gradually increase, and the initial Poisson's ratio gradually decreases. Finally, the coupling effect of the two factors and the related mechanical mechanism are analyzed.
Keywords:rubber-sand mixture (RSM)  bender-extender element  elastic dynamic parameters  coupling effect  mechanical mechanism  
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